Lateral Performance of Cross-Laminated Timber Shear Walls Connected to Perpendicular Walls: Experimental Tests and Analytical Modeling-Reference-Cited by-同舟云学术

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Lateral Performance of Cross-Laminated Timber Shear Walls Connected to Perpendicular Walls: Experimental Tests and Analytical Modeling

Published:2024-08 Issue:8 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

D’Arenzo Giuseppe¹^ORCID,Ruggeri Elisabetta Maria²,Fossetti Marinella³

Affiliation:

1. Assistant Professor, Dept. of Civil and Architectural Engineering, Aarhus Univ., Inge Lehmanns Gade, 10, Aarhus C 8000, Denmark (corresponding author). ORCID: .

2. Faculty of Engineering and Architecture, Kore Univ. of Enna, Cittadella Universitaria, Enna 94100, Italy.

3. Full Professor, Faculty of Engineering and Architecture, Kore Univ. of Enna, Cittadella Universitaria, Enna 94100, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-13151

Reference33 articles.

1. Bogensperger T. T. Moosbrugger and G. Silly. 2010. “Verification of CLT-plates under loads in plane.” In Vol. 1 of Proc. 11th World Conf. on Timber Engineering (WCTE2010) 231–240. Graz Austria: Graz Univ. of Technology.

2. Experimental Testing of a Low-Damage Post-Tensioned C-Shaped CLT Core-Wall

3. Experimental study on orthogonal joints in cross-laminated timber with self-tapping screws installed with mixed angles;Brown J. R.;Eng. Struct.,2020

4. Proposal of an analytical procedure and a simplified numerical model for elastic response of single-storey timber shear-walls

5. An elastic model for the prediction of the lateral response of Cross-Laminated Timber shear walls with openings

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